Public Works Department Tender

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to acieve the desired density including lighting, barricading and maintenance of diversion etc as per tables 400.11 & 400.12 and Techical Specification Clause 406. (ETA)

Providing and applying tack coat with Bitumen VG-10 using at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by a seal coat of either Type c as per technical Specication clause 508 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, as per design, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 2.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Earth work in Excavation in trenches for foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5fts.) and lead upto 30m (100 fts.) & including filling, watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches of into the plinth and removal and disposal of surplus excavated earth as directed by the Engineer I/C within a lead of 30 m. (100 fts.) from the toundation trenches S.no, 251 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing and laying Cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded brick Ballast 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. S.i. No. 275 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

First class brick work in 1 : 4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. SI No. 305b (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Struk Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 SI 574 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing and laying reinforced cement conrete pipe (1000mm HP) NP3 for culverts o first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets Clause 1106. (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing and laying reinforced cement conrete pipe (350mm HP) NP3 for culverts o first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets Clause 1106. (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

12mm thick plaster with cement mortar in praportion of 1:2 cement and fine sand of 1.25 FM S.I.No. 580 (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

Providing & fixing Km stone, Hectometer stone & Sign Board etc. complete (Including cost of all material, labour, T&P etc required for proper completion of work also including all taxes but excluding cost of G.S.T.)

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0.00% (Total Cost of Item nos. 1 to 18)

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ PC 0.75%+CC 0.25% (Total Cost of Item nos. (1+2+4+5+6+7+9 for PC)+(3+8+10 to 18 For CC Road)

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ PC 1.50%+CC 0.50% (Total Cost of Item nos. (1+2+4+5+6+7+9 for PC)+(3+8+10 to 18 For CC Road)

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ PC 2.25%+CC 0.75% (Total Cost of Item nos. (1+2+4+5+6+7+9 for PC)+(3+8+10 to 18 For CC Road)

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ PC 3.00%+CC 1.00% (Total Cost of Item nos. (1+2+4+5+6+7+9 for PC)+(3+8+10 to 18 For CC Road)